W9128A09D0004_-_03_CIVIL_Part_2.pdf

NEW 6" AGGREGATE

BASE COURSE

SCARIFY AND

RECOMPACT SUBGRADE

MATCH EXISTING AGGREGATE

BASE THICKNESS (6" MIN.)

EXIST. AGGREGATE

BASE COURSE

EXIST. A.C.

PAVEMENT

APPLY TACK COAT

TO EDGE OF EXIST.

PAVEMENT (TYP.)

SAWCUT

NEW AC PAVEMENT EXISTING PAVEMENT

1'-0"

TRANSITION

NEW AC PAVEMENT,

SEE NOTES

NEW 6" AGGREGATE

BASE COURSE OR

MATCH EXIST.

WHICHEVER IS GREATER

NEW AC PAVEMENT,

SEE NOTES

1'-0" 1'-0"

APPLY TACK COAT TO

EDGE OF EXIST.

PAVEMENT, TYP.

PRIME COAT

EXIST. BASE

COURSE

EXIST. BASE

COURSE

EXIST. AC

PAVEMENT

SAWCUT

EXIST. AC

PAVEMENT

SAWCUT

SCARIFY AND

RECOMPACT SUBGRADE

APPLY TACK COAT TO

EDGE OF EXIST.

PAVEMENT, TYP.

1. 3" THICK FOR POV PARKING LOTS, SEE SHEET CS101, OR

MATCH EXIST., WHICHEVER IS GREATER.

2. 4" THICK FOR ROADWAY, SEE SHEET CS101, OR MATCH

EXIST., WHICHEVER IS GREATER.

AC PAVEMENT NOTES:

2'-0" LAP

R

I S

E R

T Y

P

CONC.

SIDEWALK

1'-0"

CONC.

SIDEWALK

1" I.P.S. DIA. HOT-DIPPED

GALVANIZED STEEL PIPE

POSTS, TYP. FOR STAIRS

W/ 4 RISERS PLACE SINGLE

RAILING POST AT MID STAIR

TREAD.

1 1/2" I.P.S. DIA. HOT-DIPPED

GALVANIZED STEEL PIPE HANDRAIL

R=4" (TYP.)

R=4", (TYP.)

11 3/4"

#3 AT 12" O.C.

EXPANSION JOINT

2- #4 TOP AND

BOT., TYP.

#3 NOSING BAR, TYP.

#4 BARS AT 12" O.C., E.W

SCARIFY AND

RECOMPACT

SUBGRADE

4" BASE

COURSE

5'-4"

1" AND 1-1/2" I.P.S. DIA.

HOT-DIPPED GALVANIZED

STEEL PIPE RAILING AND

POSTS, TYP., SEE SIDE

VIEW

4"

FRONT VIEW

SIDE VIEW

3" DIA. PVC SLEEVE

FILLED WITH NON-SHRINK

GROUT OR 3" CORED

CONCRETE FILLED WITH

NON-SHRINK GROUT

POST EMBEDDED

IN NON-SHRINK GROUT TYP.,

SEE FRONT VIEW BELOW

R=1/2", TYP.

M I N

M I N

R=1/2", TYP.

M I N

6"6"

1'-2" 10"

1'-0"

11 3/4" TREAD

WIDTH

1 1/2" I.P.S. DIA.

HOT-DIPPED GALVANIZED

STEEL PIPE HANDRAIL

4"4"

1'-0"

CONC.

SIDEWALK

1/4" THICK GALV.

1/4" THICK BY 15 1/2"

WIDE GALVANIZED

CHECKERED STEEL

PLATE

4" THICK CONC.

SIDEWALK

4" THICK

CONC.

SIDEWALK

4" BASE

COURSE

SECTION B-B

B

"A" "A"

SECTION A-A

6'-0"

E Q

EQ.

#13 AT 1'-0"

5- #13 CONTINUOUS

B

E Q

6"

B3

CS502

4"

3/8" DIA.

COUNTERSUNK

BRASS SCREW

AT 2'-0" O.C.

1/4" THICK GALV.

CHECKERED

STEEL PLATE

1/4"x 2-3/8" GALV.

STEEL PLATE

#3 x 6" ANCHOR WELDED

TO 1/4" PLATE AT 2'-0" O.C.

CONC. SIDEWALK

1/4"x 1/2" GALV. STEEL PLATE

WELDED TO FORM SEAT ANGLE

CONC.

SIDEWALK

1'-0"

CONC.

SIDEWALK

SEE STAIRS

REINFORCEMENTS, TYP.

EXPANSION

JOINT

SCARIFY AND

RECOMPACT

SUBGRADE

4" BASE

COURSE

SCARIFY AND

RECOMPACT

SUBGRADE

R=1/2", TYP.

NEW 4" AGGREGATE

BASE COURSE

SCARIFY AND

RECOMPACT SUBGRADE

EXIST. AGGREGATE

BASE COURSE

EXIST. A.C.

PAVEMENT

APPLY TACK COAT

TO EDGE OF EXIST.

PAVEMENT (TYP.)

4" THICK CONCRETE

SIDEWALK

1'-0"

EDGE OF EXISTING PAVEMENT

6'-0" MIN.

12'-0" MAX.

FLARE

(TRANSITION

GUTTER SLOPE)

5'-0" MIN.

6'-0" MIN.

12'-0" MAX.

FLARE

(TRANSITION

GUTTER SLOPE)

NEW STANDARD

CURB, SEE DET.

BROOM FINISH

NEW DROP

CURB, SEE

DET.

AC PAVM'T,

SEE DET.

EXIST. STD.

CURB

BROOM

FINISH

8.33% MAX.

SLOPE

M

A X

S

L O

P E

BROOM

FINISH

O

P E

8.33% MAX.

SLOPE

2% MAX.

O

P E

M A

X

S L O

P E

E.P. OR

GUTTER LINE

8.33% MAX.

SLOPE (TYP.)

GUTTER

STD. CURB AS

REQUIRED BY

EXIST. CONDITIONS

TOP OF

EXISTING

CURB LINE

4"

4" CONCRETE

PLAN

ELEVATION

B5

CS501 C1

CS502

D5

CS501

V A

R I E

S

T

O

S I D

E W

A L K

V A

R I E

S

T

O

EXIST. STD.

CURB

4" BASE

COURSE

S O

L I C

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N

O

F I

E

N

M

E

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N

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Y

C K

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B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F I

U M

B E

R

S I Z

E

S U

B M

I T

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D

B

Y

P L O

T

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C A

L E

I S

S U

E

D

A T

E

D A

T E

M A

R K

D E

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R I P

T I O

N

C O

N T

R A

C T

O

SHEET

IDENTIFICATION

D A

T E

A P

P R

SHEET OF

US Army Corps of Engineers

Honolulu District

I N

K

A

R C

H

L L C

H O

N O

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A I I

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U I T

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E

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I N

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F O

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H A

F T

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A I I

H O

N O

L U

D

I S

T R

I C

T

EXP. DATE: 04/30/2018

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT WILL BE

UNDER MY OBSERVATION. SUPERVISION OF

CONSTRUCTION AS PER DEFINED IN SECTION

1.2(N) OF THE RULES AND REGULATIONS OF

THE BOARD OF PROFESSIONAL ENGINEERS,

ARCHITECTS AND SURVEYORS OF THE

STATE OF HAWAII.

F Y

O

K G

N

O V

A T

E

F

I R

O

B

I L D

I N

G

W H

E E

L E

R

A

R M

Y

A

I R

F I E

L D

O

A H

U

H

A W

A I I

W A

D

- W A

D

A N

S I

D

M E

S S

F M

B R

W E

N D

Y

M

C L A

I N

T

E D

SCALE: 1" = 1' -0"

AC PAVEMENT DETAIL

C1

SCALE: 1" = 1' -0"

SMOOTH RIDING CONNECTION TRANSITION

C2

CS502

S I T

E

D

E T

A I L

S

W A

A F

B

C

S D

G N

GRAPHIC SCALE:

1" = 1' - 0"

0 1' 2'

SCALE: 1" = 1' -0"

STAIRS DETAIL

A1

SCALE: 3/4" = 1' -0"

SIDEWALK CULVERT DETAIL

C4

SCALE: 3" = 1' -0"

ANCHOR DETAIL

B3

0 3" 6" 9" 12"

3" = 1' - 0"

2' 4'0 1'

1/2" = 1' - 0"

SCALE: 1" = 1' -0"

STEP DETAILS

A5

SCARIFY AND

RECOMPACT SUBGRADE

SCALE: 1" = 1' -0"

CONC. TO EXISTING AC PAVEMENT

B5

0 1' 2' 3'

3/4" = 1' - 0"

SCALE: 1/4" = 1' -0"

TYPICAL CURB RAMP - TYPE "B" MODIFIED

A3

4' 8'0 2'

1/4" = 1' - 0" x

C x

B U I L D I N G 1 0 7

831.64± P

830.70± P

832.00± BC

0.27%

832.20± TC

830.76± BC

831.09± TC

831.64± P

W R I G H T A V E N U E

832.01± TC

831.71 BC

831.92± TC

831.66 BC

831.67± TC

831.42 BC

831.60± TC

831.35 BC

GENERATOR

BUILDING

CONC. CURB RAMP

GRADING, SEE DET.

CONC. CURB RAMP

GRADING, SEE DET.

B3

CG401

B1

CG401

SEE INSET "A"

THIS SHEET

832.19± TC

832.21± TC

832.27 C

832.10 FG

832.29 C

832.12 FG

833.66 C

833.50 FG

833.68 C

833.51 FG

829.64 TS

829.5± C

829.70 C

829.67 C

1.10%

0.50%

829.70 TS

830.04 C

829.87 FG

829.96 C

829.80 FG

829.51±

TC/BC

5.00%

829.57 C

829.43±

TC/BC

830.06± @ DOOR

830.04± C

SEE NOTES

829.73± @ DOOR

829.70± C

SEE NOTES

6.06%

829.96 C

829.80 FG

829.57 C

829.40 FG

1.00%

830.03± TC

830.04 C

2.35%

0.00%

829.5± C 829.28± TC

829.82± BC

829.08± BC

829.39± C

829.39 BS 829.33 BS

829.33± C

829.98 FG

MATCH EXIST.

5:1

MAX

W

830.82± P

PIV

CONC. CURB RAMP

GRADING, SEE DET.

B5

CG102

831.45 P

831.34 P

831.14 P

831.01 P

831.76 P

832.00 P

831.47 P

831.35 P

831.33 C

831.16 FG

831.43 C

831.26 FG

831.67 C

831.50 FG

3.75%

3.26%

0.49%

0.66%

4.22%

4.22%

831.34 C

831.17 FG

831.42 C

831.25 FG

832.01± TC

831.71 BC

831.92± TC

831.66 BC

831.67± TC

831.42 BC

831.60± TC

831.35 BC

831.66 C

831.49 FG

831.56± C

831.58± C

831.62± C

831.62± C

1.80%

0.00%

0.71%

1.75%

831.76 TC/BC

831.70 TC/BC

1.80%

1.80%

831.65 TC/BC

DAYLIGHT TO EXIST.

AT 5:1 SLOPE

S O

L I C

I T

A T

I O

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N

O

F I L

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N

A M

E

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N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F I L

E

N

U M

B E

R

S I Z

E

S U

B M

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T E

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B

Y

P L

A

L E

I S

S U

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D

A T

E

D A

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M A

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D E

S C

R I P

T I O

N

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

SHEET OF

US Army Corps of Engineers

Honolulu District

I N

K

A

R C

H

L L C

H O

N O

L U

L U

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A I I

P H

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D

S

U I T

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A

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C

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I N

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F O

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F T

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H

A W

A I I

H O

N O

L U

S

T R

I C

T

EXP. DATE: 04/30/2018

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT WILL BE

UNDER MY OBSERVATION. SUPERVISION OF

CONSTRUCTION AS PER DEFINED IN SECTION

1.2(N) OF THE RULES AND REGULATIONS OF

THE BOARD OF PROFESSIONAL ENGINEERS,

ARCHITECTS AND SURVEYORS OF THE

STATE OF HAWAII.

F Y

O

N

O V

A T

E

F

I R

O

I L D

I N

G

W H

E E

L E

R

A

R M

Y

A

I R

F I E

L D

O

A H

U

H

A W

A I I

W A

D

- W A

D

A N

S I

D

M E

S S

F M

B R

W E

N D

Y

M

C L A

I N

T

E D

CG101

G R

A D

I N

G

P

L A

N

W A

A F

B

C

G D

G N

SCALE: 1" = 10'

GRADING PLAN - 1

A1

PLAN

NORTH

GRAPHIC SCALE:

M A

T C

H L I N

E S

E

0 20'10'

SCALE: 1" = 5'

INSET "A"

C5

LEGENDS:

830.00 C CONCRETE ELEV.

830.00 FG FINISH GROUND ELEV.

830.00± EG EXIST. GROUND ELEV.

830.00 TS

830.00 BS

TOP OF STEP ELEV.

BOTTOM OF STEP ELEV.

830.00 TC

830.00 BC

TOP OF CURB ELEV.

BOTTOM OF CURB ELEV.

830.00 P PAVEMENT ELEV.

LIMITS OF GRADING

NOTES:

1. CONTRACTOR TO VERIFY

THE NEW FFE ELEVATION

PRIOR TO CONSTRUCTION

2. PROPOSED 1/4" DROP

ELEVATION AT DOORWAY

X

B U I L D I N G 1 0 7

X X X X

X X

X

1.83%

1.83%

833.35 C

833.18 FG

833.35 C

833.18 FG

833.46 C

833.46 C

833.35 C

833.18 FG

833.46 C

833.29 FG

833.40 C

833.23 FG

833.61 C

833.44 FG

833.49 C

833.32 FG

833.02 C

832.85 FG832.96 C

832.79 FG

833.46 C

1.83%

W R I G H T A V E N U E

CONC. CURB

RAMP GRADING,

SEE DET.

832.94± TC

832.88± TC

832.64± BC

832.68± BC

ELEVATOR

PAD

FFE=833.50

CONC. CURB RAMP

GRADING, SEE DET.

833.33 C

833.17 FG

1.00%

833.46 C

833.46 C

1.06%

1.99%

C3

CG401

C1

CG401

833.35 C

833.18 FG

830.35± C

830.14± C

833.35 C

833.18 FG

1.83%

1.80%

829.42± C

829.29± C

1.40%

5.00'

0.17%

0.00%

2.17%

833.36 C

833.19 FG

833.26 C

833.09 FG

833.26 C

833.09 FG

833.23 TS

832.73 BS

833.28 TS

832.78 BS

1.03%

0.44%

833.35 C

833.18 FG

832.45 C

832.28 FG

832.37 C

832.20 FG

832.33 C

832.16 FG

832.45 C

832.28 FG

832.41 C

832.24 FG

0.30%

832.21 C

832.04 FG

832.09 C

831.59 FG

832.11 C

831.94 FG

831.47 C

831.30 FG

831.52 C

831.35 FG

829.88 TS

829.38 BS

830.38 TS

829.88 BS

830.88 TS

830.38 BS

831.38 TS

830.88 BS

829.93 TS

829.43 BS

830.43 TS

829.93 BS

830.93 TS

830.43 BS

831.43 TS

830.93 BS

0.83%

832.16 C

831.66 FG

0.00%

832.73 TS

832.23 BS

832.23 TS

831.73 BS

831.73 TS

831.23 BS

831.23 TS

830.73 BS

830.73 TS

830.23 BS

832.78 TS

832.28 BS

832.28 TS

831.78 BS

831.78 TS

831.28 BS

831.28 TS

830.78 BS

830.78 TS

830.28 BS

0.35%

833.46 C

5:1 MAX, TYP.

831.43 FG

832.09 FG

FLOOR SINK

FFE=833.42

SEE MECH DWGS.

831.75 TOP

831.46± TOP

832.19± P

CONC. CURB

RAMP GRADING,

SEE DET.

C4

CG401

833.55 C

833.65 C

833.51 C

833.61 C

833.61 C

833.93 C

0.56% 2.00%

1.93% 4.70%

834.31± @DOOR

834.29±C

2.00%

1.00%

2.00%

3.87%

2.00%

4.22%

8.00%

1.97%

0.42%

832.24± P

832.95 TS

832.45 BS

833.45 TS

832.95 BS

2.00%

7.99%

833.83 C

833.51 C

834.19 C

833.89± @DOOR

833.86±C

MATCH EXIST.

MATCH

EXIST.

834.29 C

833.84 C

834.19 C

4.70%

833.81 C

4.45% 0.43%

833.51 C

832.45± P

MATCH

EXIST.

833.61 C

833.36 C

1.97%

832.19± P

S O

L I C

I T

A T

I O

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N

O

F I

M

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Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D E

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R I P

T I O

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F I

M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L O

T

S

C A

L E

I S

S U

E

D

A T

E

D A

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M A

R K

D E

S C

R I P

T I O

N

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

SHEET OF

US Army Corps of Engineers

Honolulu District

I N

K

A

R C

H

L L C

H O

N O

L U

L U

H

A W

A I I

P H

O N

E

I W

I L E

I

R

O A

D

S

U I T

E

U S

A

R M

Y

C

O R

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N G

I N

E E

R S

F O

A

F T

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O

A H

U

H

A W

A I I

H O

N O

L U

S

T R

I C

T

EXP. DATE: 04/30/2018

THIS WORK WAS PREPARED BY ME OR

UNDER MY SUPERVISION AND

CONSTRUCTION OF THIS PROJECT WILL BE

UNDER MY OBSERVATION. SUPERVISION OF

CONSTRUCTION AS PER DEFINED IN SECTION

1.2(N) OF THE RULES AND REGULATIONS OF

THE BOARD OF PROFESSIONAL ENGINEERS,

ARCHITECTS AND SURVEYORS OF THE

STATE OF HAWAII.

F Y

O

N

O V

A T

E

F

I R

O

I L D

I N

G

W H

E E

L E

R

A

R M

Y

A

I R

F I E

L D

O

A H

U

H

A W

A I I

W A

D

- W A

D

A N

S I

D

M E

S S

F M

B R

W E

N D

Y

M

C L A

I N

T

E D

CG102

G R

A D

I N

G

P

L A

N

W A

A F

B

C

G D

G N

SCALE: 1" = 10'

GRADING PLAN - 2

A1

PLAN

NORTH

GRAPHIC SCALE:

M A

T C

H L I N

E S

E

0 20'10'

MATCHLINE SEE RIGHT

MATCHLINE SEE LEFT

LEGENDS:

830.00 C CONCRETE ELEV.

830.00 FG FINISH GROUND ELEV.

830.00± EG EXIST. GROUND ELEV.

830.00 TS

830.00 BS

TOP OF STEP ELEV.

BOTTOM OF STEP ELEV.

830.00 TC

830.00 BC

TOP OF CURB ELEV.

BOTTOM OF CURB ELEV.

830.00 P PAVEMENT ELEV.

LIMITS OF GRADING

SCALE: 1" = 5'

CURB RAMP DETAIL - 6

B5

PLAN

NORTH

0 5' 10'

SLOPE 2:1